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Home My WebLink AboutPermit 6161 - Bates Residence - New Single Family Residence• PROPERTYOWNER Dwight Bates SETBACKS: N _ 300+ s_45' E _ 8.44' w_. 16' FIRE PROTECTION: JSprinklers ❑ Detectors ❑ Nth 'PHONE 246 -6355 ADDRESS 17039 37th S CONDITIONS (other than those noted on or attached to permlt/plans) Seattle ZIP 98188 CONTRACTOR Terhune Homes DATE: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of lay and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. IPHONE 854 -8500 ADDRESS 812 N Central PRINT NAME: ?cam j ........ !" ....... J piU/1lE Kent ZIP 98031 WA. ST. CONTRACTOR'S LICENSE # TERHUHI133J7 EXP. DATE 4_27_91 ARCHITECT PHONE ADDRESS ZIP TYPE OF CONST.: V N UBC EDITION (year)1988 SETBACKS: N _ 300+ s_45' E _ 8.44' w_. 16' FIRE PROTECTION: JSprinklers ❑ Detectors ❑ Nth UTILITY PERMITS REQUIRED? 6 Yes ❑ No (mrouph Pueg ZONING: BAR/LAND USE CONDITIONS? 0 Yes � No No CONDITIONS (other than those noted on or attached to permlt/plans) I APPROVED FOR BUILDING ISSUANCE BY: OFFICIAL DATE: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of lay and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. SIGNATURE: ; DATE: ')-3-- 7 () PRINT NAME: ?cam j ........ !" ....... J piU/1lE COMPANY: oJEL j.k70,rE S' CITY OF TUKWILA Dept. of Community Development- Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT NO. U) IlC/ g' DATE ISSUED: SIT 107,557.00 ASSESSOR ACCOUNT # 810860 - 0464 - PROJECT NAME/TENANT Bates, Dwight TYPE OF CO New Building (i Addition (,_) Tenant Improvement (commercial) (J Demolition (building) U Grading/Fill WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other: DESCRIBE WORK TO BE DONE: Construct New Single Family Residence c:c)DF COr,1f'l'Atic'l USE:a SQUARE FEET ............... ................ TOTAL., .................. .................. .................. SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCC, LOAD This permit b ecome null and void if the work is not comma ace issuance or if the work is suspended or abandoned; for a period of 1 CERTIFICATE OF DATE ISSUED: OCCUPANCY NO. BUILDIW. PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) BUILDING :PERMIT FEE:< PLAN >CHECK :FEE ' BUILDING SU RCHARGE :TOTAL ;» fit�� r13� 432: 4 PLAN CHECK NO.: 90_282 i ► daystr�m . the rom the last lnsp PERMIT NO. - CONTACTED DATE READY DATE NOTIFIED 2nd NOTIFICATION BY: (init.) BY: (init.) PERMIT EXPIRES AMOUNT OWING C6 3RD NOTIFICATION BY: (init.) PLAN CHECK NUMBER 410 OSQ INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". • BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCCU- PANCY LOAD DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. jk - nitial review PLANNING 'i9I ker PUBLIC WORKS 0 OTHER BUILDING - final review BUILDING PERMIT APPLICATION TRACKING PROJECT NAME - � h � v�� SITE ADDRESS 1 Y L Li I_ S L to O S `' 6 1!J 8.2 - REVIEW COMPLETED �l-cv INIT: _ROUTED 3(FIRE v -7-2S -9,o INIT: 1170 INIT: \C�Y� INIT: CONSULTANT: FIRE DEPT. LETTER DA ZONING: TYPE OF CONSTRUCTION: UIREME Date Sent - pr n ors IBARMND USE CONDITIONS? f Yes [1 No REFERENCE FILE NOS.: MINIMUM SETBACKS: N- 300 `i' S- 45' E- R�{4 ' W- ( 6' UTILITY PERMITS REQUIRED? [ 1 Yes [l No PUBLIC WORKS LETTER DATED: I tl-i l rt - to (r'lx)b qo SUITE NO. )MMEN Date Approved - 'motors INSPECTOR: — IBC EDITION (year): /A 03/30/1111 f'!'! Icit IIC)N TL1LJ T LII I II I F!) C)UT (:c)!1F'L1- IEl Y CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 PROPERTY OWNERQ ADDRESS ADDRESS 1 7&3 3 7 $ CONTRACTOR �-- 1a-11/015 (.. f ADDRESS _tz N L TrZWL lc WA. ST. CONTRACTOR'S LICENSE # -r--R (4 1 f , — � ! . J 7 ARCHITECT BUILDIN •PERMIT APPLICATION FEES (for staff use only) BUILDING PERMIT :FEE BUILDING<SURCHARGE ENERGY:: > SURCHARGE TOTAL - j SITE ADDRESS c r.! SUITE # VALUE OF CONSTRUCTION - $ I 0 v 5'3. oo PROJECT NAME/TENANT hvi ( - , -1 ASSESSOR AO U T # Dia - 0 -0 TYPE OF NT New Building Li Addition Li Tenant Improvement (commercial) Li Demolition (building) WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other: 6 05 7e afr'frj DESCRIBE WORK TO BE DONE: Vj `e-L~ -) c4— ( &i, BUILDING USE (office, warehouse, etc.) 5=2. NATURE OF BUSINESS: LJ No Li Yes IF YES, EXPLAIN: WILL THERE BE A CHANGE IN USE? SQUARE FOOTAGE - Building: a-7 5 aj Tenant Space: tO6 Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? ❑ No ❑ Yes IF YES, EXPLAIN: 1-f Ise LA/A. PHONE f ZIPC� yag PHONE F, ZIP 1 EXP. DATE y/ PHONE ZIP ERTJ RR BUILDING OWNER SIGNATURE OR AUTHORIZED AGENT .................. DATE PHONE / _ Esv ITY /ZIP,k L 9 .eQ, , PHON 2,577 0 PRINT NAME (2 R rF J JE ADDRESS 06401040604460 el/2 4.1; CONTACT PERSON 1 Cr<'/-G APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of nommunity De"eiopmQnt prior to application submittal. Contact the Permit Coordinator at 433 -1851 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is Issued within 180 days following the date of application shall expire by limitations: The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 433-1849. DATE APPLICATION ACCEPTED c DATE APPLICATION EXPIRES I Q — cs- l • COMMERCIAL RESIDENTIAL wLY OWEUSIGIVA SUBMITTAL CHECKLIST iste(i oaon • .d c CttiU' $I iOA$ IhO ±ment k Roo i ANTE TEU TE! plIH 'der wii g ton sri e o npbted bui(dlnp ppuai t anitwar is :: ■l►.wt ba : vbf TO: PROM: OATS: SU$JKT: 1 (10 / Citi , of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (201) 433.1800 Cary 1. vanousen, Mayor i 1�. B - OS, lggo MEMORANDUM v al e C_ontruction i botcd on 0 x o = qri 45 . a G O J c k 3 s L loss m y_4 15 .s4 = 4LIDI 1 o.9a To GO 4 J(fli 7. 6 d p' a. 0 Plan C1 LI . oo Sur C.o`r5.e, , o _I ill 0 . at:xr,+crra Inspection Results /Comments _— CITY OF TUKWILA Builds 7 ' ,partment 6300 s canter Boulevard Tukwila, WA 98188 (206) 431 -3670 INSPECTI N RECORD PERMIT # [p / (p Date /•- /0. -9( Type of Inspecti iJ L— - Date Wanted A - SA-e a.m. p.m. Site Address 9 S , (W= -- Project ESPY' C4 hi 0 equestor C � Phone # 75 11-- 1?,50 - il.",4..�� Special Instructions c-.126,. ._0 YT- Fc Nf c Sv`3s..f ,U ()iv'. . �„ �« u u<.,- au:. vsisrn; 4Y ?:•r.*II;�Lr�t{'t"If=:t4��.,nn, .p,�' .,fEYi�l:�'�.i�7`u'"+C "'. Inspector — Date ! ' r 1 9 Type of Inspection Site Address 44 Requestor Special Instructions Inspector CITY OF TU ILA Building "rtment 6300 Sout .ter Boulevard Tukwila, WA 98188 (206) 431 -3670 a. 14 ^ f wt OIJ S l r e' , • INSPECT .,N RECORD �,5 PERMIT # C� l ( Q Date Date Wanted /- /0 Project .6"-A c$ Phone 11 C .S 4-- S Inspection Results /Comments: Pte P 0i-0 A/V4 v iD o ni T — /sr) P E•2rn ,T7 L /moo . 76 - ei It- I i T Avv 15co ww-3 CA14. E) 41.4 k_ . 26 . rr 6 r P frt. 6 L c c- lete Ss �t d'i"" . fir G °FF. S-1 c, nl UFF S f'- u.I _ td --- � r d /1 k 44N) o t (-- 1 P. Date l / p.m. PROJECT: ` 0 PERMIT NO. (p ( ( Q SITE ADDRESS: - c4 / Lo O DATE CALLED: - g 9 / TYPE OF INSPECTION: F( Iu Pd.-- DATE WANTED: 0? f SPECIAL INSTRUCTIONS: REQUESTER: K PHONE NO.: s 5 g5 00 INSPECTION RESULTS /COMMENTS: 11/\9, 1 (S 0 VW M Y (Ma Q1o'vi. OWL (h la►'41,144-- b 4-4- l"--/ a—A--- i ,, 4./cw-o -4t) --ft.:L. o vCra_, A i i , fly:t1 c ..,.7 cAr.,: A )' -_ . J S i e c-u w -o-d s -vet.- d o Lk_ 7 4-‘ 4 --v-.wit 1 2.4d_ &. vv . ti rr • 4 INSPECTOR. � DATE: / " I -- tautOr i l�J1W�lY �n 7 Mid 6s EYri . 71n 40m 7r .�w....,.aram..rwa:cw.s�avr�w�c .:,.rs�:m�+.snnm•r >sfnw.Y� .,�...•al..r...US' »'ta ^: +a: CRY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 tar.'^.. YS: FY„" Sk: �' ��." Ind��: i= S`,' 3; Yr;' i' Y5,'Jv"�?SS�`:ii9 " S:�ii-Y +cEa'a'�?t`�C.3•"n: INSPECTIOIRECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 CITY OF TUKWILA Buhr .� 0epa 630&..;uth r center Boulevard Tukwila, WA 98188 (206) 431 -3670 Type of Inspection Site Address Requestor Special Instructions 4G Inspection Results /Comments: 60. / 3 Inspector Q __ INSPEC eION RECORD PERMIT # t (4' (1 —Wit' 'd Date Wanted Sc9 0 Date Project • Phone # : " SOO Date ype of Inspection ite Address I- /4L' equestor .pecial Instructions Inspector CITY OF TUKWILA Buildinlartment 6300 So tinter Boulevard Tukwila, 98188 (206) 431 -3670 , OA :nspection Results /Comments: \� ✓ 3 'T' zl r S :tii.,..0,,,,or uvrx•.4 ,:e.. Wlin`tkg rot :: wasttszb ofdb Y�Il7fY.. VI' i 1 t tezt tr! gtlt .nglOO9?L"1:1LAiS"OIN.1:°.'4 PERMIT # Date - INSPECTION RECORD to Date (1- - 9 0 Date Wante I . - -W a.m. Project �p Phone # 6F,rc ittIONYCLO2 i.' ' e" uf9r�i Type of Inspection - Fr 0,rnm r19 Special Instructions Inspector •_. �. �f� p�y�.' r�} Y: 4VKMJ +IH�- I•.vt'f Y ••+'Ff rttr „fir KHtnii• ^° CITY OF TUKWILA Buildinipartment 6300 So enter Boulevard Tukwila, A 98188 (206) 431 -3670 Site Address � �O �po Requestor > eanv_tnrz ore frAr4,`r t/5 :PP.r. Date INSPEC ON RECORD PERMIT # 7.0 lo Date d — - q� Date Wanted I D -qc a.m. Project�30. �W IJG {'- Phone # E5� SSOD R Inspection Results /Comments: - e r1,5pC - o v Re.g.. ) 50.00 I c- 3o -qC 04Sy24c- 5Tl ob c - f 1;E - re” . C Awi. "'TAX -thi Nom k4 d kn A - r V L A Y - t� r ► i A - a 4 t F t f2- 6 Y - fr 14 113 G .cr vtsS I I ft'. /9A — - IAN u uk (cM'Ny) .c.cv ! h-C4- A NO ca 1.-1.. ✓40 r (T i T' 4' IT 714 eaz r a y a 4 .D11oN T Gar I /Li S C PLA t I nn9 TO N WA P WA 2c12 .t a eV An/O Cih P vn ( slit J-St ovrd s N w TaazSE P rtr .at.. rS w (CL. 1 . -"rig CITY OF TUKWILA Buildin 0partment 6300 So Inter Bou1e r Tukwila, MR 98188 (206) 431 -3670 INSPECTION RECORD PERMIT # Date 10 Date Wante 10 c- 2(4 ` 9 0 Project •, Phone # St-e -$ Soc) Type of Inspection 46401 V Y -1 o d 2CC Site Address the L , '�' 44411 Special Instructions Requestor a .m ,�p�.r, Inspection Results /Comments: /4( f . !11 f JJ ..s(tc__ /-1 JJ' C', pS 1 1i Th (.r l I• l Z__ (A. ✓fl c 76 6CI rn _ L. C c' 0 3 e 3 z - d r IN/rSA . .s to E w1 1-L_ c$, Vn pL°j w('T141 i W es: f 1 I Sp CR.o'3 � / 4,Et A.e Inspector t ��- � ` Date / 0 - 0 Inspector CITY OF TUKWILA Buildin°partment 6300'So enter Boulevard Tukwila, A 98188 n (206) 431 -3670 rleN PERMIT # Date Type of Inspection Site Address Requestor Special Instructions Inspection Results /Comments: CP 5e xw: aa«nvv w.w.w+.w......m . vw . m . wrv+ , ro t: mull, III MOZE! 6` k.X1 M164 ! , INSPEC ON RECORD Date Wan Project Phone # I Date /0-- ---Pp a.m p.m .$ 47:: �XL�' ��cci,r tyattA3� !whSivrrt:t,:'�� +.�- , �tzna;.: r :r�. �:nzvart+.a,acea Permit No. Date CITY OF TUKWILA Building Division 6200 Southcenter Blvd. Tukwila, WA 98188 433.1845 /6— 7-- fie Job Address — , /L0 CORRECTION NOTICE he following items are found to be,in violation of Ordinance and shall be corrected. - I , / ■ `� 7 flvbc FI I-tii ,t' "— Alva 4490 chaii • . ��. Sk M. -- -/�,�4 d u�'1 �!'C� v� 771/4 ,v� /j„ «h" el) A41-‘s,3.9 Signed in / nspector 3 / — x7 0 �,f(£„� �s ve e /12 Build Aired" Au✓ 1. _1 . _ J L1.h — CITY OF TUKWILA Bui ldC ')apartment 6300 'ncantir Boulevard Tukwila, WA 98188 (206) 431 -3670 tow - Type of Inspection Site Address Lt 0 2. 5 Requestor LI Special Instructions xa.wu ,, .n b s aika>. 41 A 0 0 714 . (77 4 11 W-aff2atiiiRake.XITetWOWliktV 1U INSPECT ON RECORD PERMIT # Date Date Wanted O OA' nift Phone # Inspection Results /Comments: d1G_ ^� p�u (_ Cc'-6 A - Inspector T.4�- Date 1' `}.e) 121 . pm e S 5, Ic.,oD sT La'r 2 30' -0" Rs/AT -oA.t 84.43 Lar 3 Pa.Ivawey 84 AILE& 6140w0 .DhJ .....`�NIC�T 0 N 0 •R Lecir c Lo"r 3 or 4.,cI" 4 79 O I a .:.: UUIJ Wi,AL>r 4A Z.I7E.1Jb 'TU K.w 1 L.* \V4S1411.I4100 RECEIVED CITY OF TLIKWItA ,1 U L 2 0 1990 PERMIT CENTER bcA LE' 1,0 z I n APROVED AUG 2199 41' G DIVI ION /Ae.4/ng-s Pir 64:7 covec:v PoecN hceLG i Zo UiLDtNG.. SHEET Zcp RECEIVED CITY OF TUKWIIA J 20,1990 PERMIT CENTER EMMENOM ` •....z:_�.�.....�:.^ .•. ` , r . : 1r ,`* r.. Y-?`! r -l- '- Z �^,-'!+!�J�u , .;.•";_ , _. , ..- ;--cif.: r. •',t 1}•�_' OCT- 16 -'90 10:49 ID:rf'.TON TRUSS SALES lm� • TO: 4t ,ens. TEL N0 :206- -9002 13492 P01 :.a:e: _1 N;;; -,blr of 7.a7sa 1741 .fir; . • ens 14 W ,7.05 , UQ ; 206 -486 -8002 ., N kg 04 ME e u 11 Inl ev fmm w igo • lig ir 6i 1; Ei 2! Ri m ag M tt0 E m � `� i a 441 114Cq, 610 1 14 I I n MINOIN 0 ti °Hi value for us* with hydro-Alt oonnaatoro only, This tfula N nod at request end 1paoffloatlan of customs! as an Individual r, buildlnnoo aomponant, In a vsntcet pans, to Ss Incofporatad Into building daalgn at tM apsolffoatlon of Wilding daatgnaf. Waling Owl la tot IONnI wagon of Individual web mamba's only, AddHIOMrtemporary bracing to maul 110111ty during aonstfucuon la tM niOnitbaky of fM auto', AdlMlonal p•untaMnt Mains of the 0410 structure I1 the responsibility of Iho building assigner, OaNgn and materials are In a000rdanos with foist motions of $401 anoior Tri specNlcations, /or gam's(guI rogueing labft• C cation, (lustily sontroi, starlet, delivery, errctlon CM bracing, 00440 t Cop* M anuol pbng OMNIT red iI d toile f Mondani P adka avellabla from T`ues Puts Institute, !19 D'0nofrfo one', 'Melon, WI 13118. N I 5-11-03_ „492, PQ2 W 0' L L: . 4 fN1r�MlO,A /R' Aa, sea nas, St 1.0141, 11,1111 Qt It r, ag aw W ■• "X" REQUIRED INSPECTIONS PHONE DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED X 1 Footings 431 -3670 X 2 Foundation 431 -3670 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 X 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 X 7 Framing 431 -3670 X 8 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 • X 10 Wall Board Fastening 431 -3670 11 12 13 14 FIRE FINAL Insp: 575 -4407 15 PLANNING FINAL 431 -3670 j 16 PUBLIC WORKS FINAL 431-3670 17 BUILDING FINAL 431 -3670 CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: LfLId S l (vo OTHER AGENCIES: BUILDNG PERMIT INSPECTION RECORD (Post with Building Permit In conspicuous place SUITE NO.: BUILDING (IP /(o/ PERMIT NO. DATE ISSUED: �U PROJECT: Bates, Dwight CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical - Washington State Department of Labor and Industries — 277 -7272 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. 05117/00 CITY OF TUKWILA 6200 SOUTIICENTER BOULEVARD, TUKWILA, WASHINGTON 98188 Plan Check #90 -282s Bates, Dwight 44 S I (oo St PHONE # (206) 433.1 800 THE FOLLOWING COMMENTS APPLY TO AND BECOME PAT OF,THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER ILO I . 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4732). 3. Electrical permit shall be obtained through the Washington State Division of Labor and industries and all electrical work will be inspected by that agency (872- 6363). 4. All mechanical work shall be under separate permit through the City of Tukwila. 5. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. Engineereed truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 7. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 8. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washignton State Energy Code (1989 Edition), and Washington State Regulations for Barrier Free Facility (1989 Edition). 9. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. Gary L. VanOuse's, Mayo 10. All wood to remain in placed concrete shall be treated wood. 11. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. "X" REQUIRED INSPECTIONS 1 Footings ' 2 Foundation 3 Slab and/or Slab Insulation 4 Shear Wall Nailing 5 Roof Sheathing Nailing 6 Masonry Chimney 7 Framing 8 Insulation 9 Suspended Ceiling 10 Wall Board Fastening 11 12 13 14 FIRE FINAL Insp: 15 PLANNING FINAL 16 PUBLIC WORKS FINAL 17 BUILDING FINAL PLAN CHECK NUMBER Q..A.2_ c PROJECT: 34TeS DL%614 T THE FOLLOWING COMMENTS APPLY TO AND 11 COME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER_- tie No changes will be made to the plans unless approved by the // � and the Tukwila Building Division. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296 - 4732). Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (872- 6363). All mechanical work shall be under separate permit through the IG /��GG // City of Tukwila. A ll permits, inspection records, and approved plans shall be posted at the Job site prior to the start of any construction. O When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection, Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. O All structural concrete to be special inspected (Sec. 306, UGC). O All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). U 9 All high - strength bolting to be special inspected (Sec. 306, UGC). O Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. O Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12 Readily accessible access to roof mounted equipment is required. 1ngineereed truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. kger exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the firs performance rating thereof. O Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure.). O A statement from the roofing contractor verifying fire retardancy of roo4 will be required prior to final inspection (see attached procedure). `J All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washinnton State Energy Code (1989 Edition), and Washington Stae Regulations for Barrier Free Facility (1909 Edition). 10 All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desire inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the Job site. O Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory, t otify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21 All spray applied fireproofing as required by U.B.C. Standard No. 43 -1, shall be special inspected. (' 1I wood to remain in placed concrete shall be treated wood. O All structural easonry shall be special inspected per U.I.C. Section 306 (a) 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the Jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control Number 90 -282 Re: Bates, Dwight' L1L(LUp 5 169c> Dear Sir: July 25, 1990 Gary L. VanDusen, Mayor The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. A fire hydrant is required to be within 150' of your home and no portion of your home can be further than 300' from a hydrant (City Ordinance #1548, UFC 10.301(c)) 2. Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn - around area. Access shall be within 150' of all portions of the building. (UFC 10.207 as amended) All hydrants and all surface access roads shall be installed and made serviceable prior to and during the time of construction (UFC 10.301) Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 10.208) -7v Plan Review PROJECT ADDRESS L l (O O . DATE `? - 1 OCCUPANCY GROUP TYPE OF CONSTRUCTION -` LOCATION ON PROPERTY i kc S • 16` ` -i't �' • 3�' 4 t∎ W BUILDING HT. / NO. STORIES FLOOR AREA a SO OCCUPANT LOAD �• EXITING REQUIREMENTS WAILED REQUIREMENTS OCCUPANCY TYPE OF CONSTRUCTION PART V. CHAPTER 23, U.B.C. .WS.LC. CHAPTER 51 -10, W.A.C. NOTES: • S. flTES GttT 0 �tNV AnA.l L CITY OF TUKWILA DEPARTMENT OP f^�fMuv... 1 EVELUPMtNI prepared by: MI ANNINO O'er N PLAN CHECK NUMBER 0-2- 8 2 JUN- 27 -'90 17:13 ID:( „ ;TON TRUSS SALES RECEIVED CITY OF TUKWILA JUN 28 1990 Igo PERMIT CENTER TRU COMPANY' FROM: COMPANY MESSAGE TEL NO: 206- '•8002 CRftir FAX NO. Date* S t 7 — Id Number of pages including this one PAX NO. I npit Pik v 3Rkr Perm*, #203 P01 JOB 894 TYPE 1465 6/27/69 21 OF 24 Ui m TC 24 BC FLUSH mod TCLL= 25.0 PSF SPACING = 2-00 -00 TCDL= 7.0 PSF INCR:P =1.15 L =1.15 BCLL= 0.0 PSF BUTT CUT= 0 1/4' BCDL= 10.0 PSF TILTCN TRUSS MANUFACTURING Standard Hip589 34 11 ' 15 3 -11 -00 3 -03 -03 7 -01 -02 REACTIONS MIN (I.BS) BRG(IN) J 1' -3601 3.5 J 9= -3601 3.5 /►S S P.O. Box 269 483 -8585 WoofuniliftMlibbmtwo 96 t6-oa-o7 L /DEF' 34'/0.73"3 560, CARD= 0 318' 20 GA. PTX PLATES 149 PSI ORS (MAX) 16 GA. PTH PLATES 136 PSI GRS (MAX) • ** SEE MOTE ON MULTI -PLY ** CONFORMS TO UBC NO REPETITIVE INCR TOP CHORD - CSR= 0.764 BOTTOM CHORD - CSR= 0.955 - - - - ---- NESS - CSR= 0.873--- - 2X 4 2400F -2.0E M HF *EXCEPT* 2X 4 1650F -1.5E M HF 21 4 STD HEN FIR C 1, 2 ARE 2X 4 1650F -1.5E N HF C12= 9792 C13= 7345 C14= 7601 V 1' 425 V 3' 2895 895 V 5= 10009 C C 7 8 ARE 2X 4 1650F -1.5E 11 HF C 1= -8234 C 3= -9792 C 2= -7957 C 4= -10656 l5 '1 -IL -13 lE3 4 34 -00 -00 O tom. ',�� R f6tSs��l , C` 1.' 2 PLIES MUST BE SECURELY FASTENED TOGETHER TO ACT AS A UNIT. ATTACH EACH TOP CHORD PLY TO THE NEXT 111TH 1 ROWS OF !Od NAILS 9' O.C. STAGGERED, EACH BOTTOM CHORD 11ITH 1 ROWS OF fad NAILS 1,2" O.C. STAGGERED AND ALL WEBS VITN tOd NAILS AT 12' O.C. 2.* PURLINS RE)'D i' 2 O.C. ON C 3,C 4,C 5,C 6, UNLESS CHORDS ARE SHEATHED. PURLINS TO BE 21 ORIENTATION 3.* NOTE THE HEDGE DETAIL AT THE HEEL(5). 4. DIMENSION TO EMD Of EXTENDED TOP CHORD IS BASED ON A 1 PLY, 2X 4 CORNER RAFTER (DESIGNED BY OTHERS). SEE SHEET 21A OF 24 FOR ADDITIONAL NOTES • X614 lei id ;All !log P tie _ o P ' B s` �$ gig 1 21431 ignt 11111 o1 * Qa 1 11J4 JOB 894546 TYPE 1465 6/27/89 21A OF 24 TILTON; TRUSS MANUFACTURERS, INC. P. R Box 267 483.8585 'A►oodiav71e, Washilogtos 98072 5. ADDITIONAL UNIFORM LOADS: C 3= 48.0 PSF, C 4= 48.0 PSF, C 5= 48.0 PSF, C 6= 48.0 PSF, C 9= 15.0 PSF, C10= 15.0 PSF, C11 =. 15.0 PSF, C12= 15.0 PSF, C13" 15.0 PSF, C14" 15.0 PSF. 6. ADDITIONAL CONCENTRATED LOADS: 3 3s 599.0 L8, J 7= 599.0 LB. 7. THE CONNECTIONS AMID /0R MEANS OF SUPPORT (DESIGNED BY OTHERS) FOR THE ADDITIONAL LOADS SNOW ABOVE ARE THE RESPONSIBILITY OF CONTRACTOR AID /C DESIGNER *1ST BE MADE VITHOUT DAMAGE OR ALTERATION TO TRUSS. 8. ALL PLATES ARE PIX PLATES UNLESS 0 RH � 5 9. AS REQUESTED, PLATES WIVE NOT BEEN DESIGNED TO PROVIDE FOR PLACEMENT TOLERANCES OR ROUGH HANDLING AND ERECTION CONDITIONS. IT IS THE RESPONSIBILITY OF THE FABRICATOR TO INCREASE PLATE SIZES TO ACCOUNT FOR 10. THIS TRUSS IS DESIGNED TO SUPPORT LOADS AS DETERMINED BY OTHERS AND SHOULD BE VERIFIED FOR THEIR ADEQUACY THESE FACTORS. BY THE BUILDING DESIGNER, PROJECT ARCHITECT, PROJECT ENGINEER, OR BUILDING OFFICIAL. II. TOP CHORD EXTENSION SUPPORTED BY CORNER RAFTER AT ENO. AND BRACED DOWN TO TOP CHORD • 48' O.C. (BRACING DESIGNED BY OTHERS) 12 HIP 12 T1NRU RIP Pr ARE TO BE.ONE PLY OF HIP GIRDER SNOW. i iS) • 0 v U JOB 834S4G TYPE 1065 6/27/89 14 OF 24 N E 8 -00 -07 TILTON TRUSS MANUFACTURERS, INC, ! . 0. Box 267 483 -8585 WoodinvUle, Wslhington 98072 J J • 48 TCLL= 25.0 PSF SPACING = 2 -00 -00 REACTIONS MIIt TC01.= 7.0 PSF INCR:P =1.15 L =1.15 (LBS) 8RG(IN) BCLL= 0.0 PSF BUTT CUT= 0 1/4" J 3-- -2 3.6 8C0L= 10.0 PSF TILTON TRUSS MANUFACTURING CONFORMS TO UGC Standard H1p589 -20 TOP CHORD - CSR= 0.849 - -- --- BOTTOM CHORD - CSR= 0.698-- - 2X 4 1650E-1.5E !t MF 2X 4 2400F -2.0E M HF C t= -4412 C 2= -4135 C 3= - 4081 C 9= 3817 C10= 4073 M I' SEE SHEET 14A OF 24 FOR ADDITIONAL NOTES L /DEF= 20'/0.30'= 789, CAMP 0 1/8" 20 GA. PTX PLATES 149 PSI GRS (MAX) 16 GA. PTV PLATES 136 PSI GRS (MAX) NO REPETITIVE IMCR - WEBS - CSR= 0.236- - 2X4 STD NEMFIR -284 v 3= 391 375 W 4= -440 AIIA4 20-00 -00 t oommiwo ot r O �� Q Zak- iS S A l • •.A EGISS ii s/d1 �� ttt � CTI VO8.36 NI JOB 894546 TYPE 1065 6/27/89 14A OF 24 •i IL 1 ON TRUSS hi A NUFAC"T'UItERS, INC. P. 0. Ilan 267 483 -8585 WoOdinVil{C. "Washington 9072 1. PURLINS REQ'D • 29.O" O.C. CO C 3,C 4, UNLESS CHORDS ARE SHEATHED.PURLINS TO BE 2X ORIENTATION 2.* NOTE THE HEDGE DETAIL AT THE HEEL(S). 3. DIMENSION TO END OFD TOP CHORD , HORD IS BASED ON4A.b1PPLY PL, C27 =4 RPSRARER I DES I G G NE PST OTHERS). 4. ADDITIONAL UNIFORM - C 9= 15.0 PSF, C10= 15.0 PSF. 5. ADDITIONAL CONCENTRATED LOADS: J 3= 599.0 LB, J 3= 599.0 LB. 6. THE CONNECTIONS AND /OR MEANS OF SUPPORT (DESIGNED BY OTHERS) FOR THE ADDITIONAL LOADS SHOWN ABOVE ARE THE RESPONSIBILITY OF CONTRACTOR AND /OR BLDG. DESIGNER AND MUST BE MADE UIIIOIT DAMAGE OR ALTERATION TO TRUSS. 7. ALL PLATES ARE PTX PLATES UNLESS OTHERHISE INDICATED. 8. AS REQUESTED, PLATES HAVE NOT BEEN DESIGNED TO PROVIDE FOR PLACEMENT TOLERANCES OR ROUGH HANDLING AND ERECTION CONDITIONS. IT IS THE RESPONSIBILITY OF THE FABRICATOR 10 INCREASE PLATE SIZES TO ACCOUNT FOR THESE FACTORS. 9. THIS TRUSS IS DESIGNED TO SUPPORT LOADS AS DETERMINED BY OTHERS AND SHOULD SE VERIFIED FOR THEIR ADEQUACY BY THE BUILDING DESIGNER, PROJECT ARCHITECT, PROJECT ENGINEER, OR BUILDING OFFICIAL. In J a. • �n 0 1,10 -, - r - a,. is fly' . i 'I JOB 894546 TYPE 1265 6/27/89 17 OF 24 O m �4u r TC 24 8C TOP CHORD 2X 6 1650F -1.5E C I, 2 ARE 21 C 6, 7 ARE 2X C 1= -6177 C 4= C 2= -5932 C 5= C 3= -6704 C 6= G 5.00 ( 114° 3 5e14 = hi hrP # 3 rn f s -oa -O7 s xly fin 3 -10 -13 2 -10 -03 6 -08 -05 - CSR= 0.887 -- -- --- H HF *EXCEPT* 4 1650F -I.5E M HF C 8= 4 1650F -1.5E H HF C 9= -6704 C 7= -6177 - 6704 -5932 )2 -o0 -0 TOLL= 25.0 PSF SPACING 2 -00-00 REACTIONS MIN TCDL= 7.0 PSF INCR:P =1.15 L =1.15 (LEIS) BRG(IN) BELL= 0.0 PSF BUTT CUT= 0 I /4" J 1= -2799 4.7 BCOL= 10.0 PSF .1 8= -2799 4.7 TILTON TRUSS MANUFACTURING M !P �1 _ 3 Standard Hip589 26 BOTTOM CHORD - 2X 6 1650F -1.5E M HF 5702 C10= 6704 C12= 5702 5476 C11- 5476 TILTON 1'ON '!'MUSS MANUFACTURERS, INC. P. O. Box 267 483 -8585 Voodin� yv .;> 5=7 PTH = 517IPTH 31 = U' 6 - 1I =10 =. IS 4 -01 -07 9 -02 -01 26 -00 -CO L /DEF= 26'/0.49"= 640, CANE= 0 1 /4" 20 GA. PTX PLATES 149 PSI GRS (MAX) 16 GA. PTH PLATES 136 PSI GRS (MAX) CSR= 0.783 -- 311 3 Cps IS 4 -03 -03 15 4 -01 -07 4 -02 -01 5i 14-• CONFORMS TO UBC MO REPETITIVE I11CR I 314 ---- -- WEBS - CSR= 0.907 --- --- 2X4 STD NEIIFIR U 1- -258 V 4- -663 V 7= 1504 W 2= 396 W 5" 0 V 8= 396 ✓ 3= 1504 V 6= -663 W 9- -258 1 5 2 -10 -03 3 -10 -13 24 6 -08 -OS 1.` PURL{HS REQ'D @ 2'j.O" 0.C. ON C 3,C 4,C 5, UNLESS CHORDS ARE SHEATHED. PURLUNS TO BE 21 ORIENTATION 2. NOTE THE HEDGE DETAIL AT THE HEEL(S). 3. DIMENSION TO END OF EXTENDED TOP CHORD IS BASED ON A I PLY, 2X 4 CORNER RAFTER (DESIGNED BY OTHERS). 4. ADDITIONAL UNIFORM LOADS: C 3 = 48.0 PSF, C 4= 48.0 PSF, C 5= 48.0 PSF, C 8= 15.0 PSF. C 9= 15.0 PSF, C10= 15.0 PSF, C11= 15.0 PSF, C12= 15.0 PSI. 5. ADDITIONAL CONCENTRATED LOADS: J 3= 599.0 LB, J 6= 599.0 LB. 6. THE CONNECTIONS AND /OR MEARS OF SUPPORT (DESIGNED BY OTHERS) FOR THE ADDITIONAL LOADS SHOWN ABOVE ARE THE RESPONSIBILITY OF CONTRACTOR AND /OR BLDG. DESIGNER AND MUST BE MADE UITIIOUT DAMAGE OR ALTERATION 10 TRUSS. 7. ALL PLATES ARE PTX PLATES UNLESS OTHERWISE INDICATED. 8. REQUESTED, PLATES HAVE IS THE RES RESPONSIBILITY OF THE PROVIDE FAABRICATOR TO PLACEMENT I SI HANDLING ACCOUNT AND THESE FACTORS. BY THE E BUILDING DESIGNER, PROJECT ARCHITECT, PROJECT ENGINEER, OR BUILDING OF OFFICIAL. FOR T1iE[R'AOEQUACY 113 2 3/s 5 Ig J8 a C IT I V08.35 FLU L i ri . !Elqr ▪ -o 4 AUG 14 19119. 416 (1 f 3 88 1922 TIFE 1000 12/21/88 30 OF 34 0 0 OPT. JOINT SPLICE. 13 3. t TILTON TRUSS MANUFACTURERS, INC. P. O. Box 267 Woodinville, Washington 98072 2.3 3•� NI■ 3 3:14 -v 3 TC 1 BC 24 m 1. TOLL. 25.0 PSF SPACING = 2 -00-00 BCLL= 0.0 PSF BUTT - CUT = = 1J 45 BCOL- 10.0 PSF TILTON TRUSS MANUFACTURING STOCK 5 ■S 2 5_ 00 I 6 -01 -03 8-09-14 REACTIONS MITI J 1-1556 HAWN) 3. J 7= -1556 3.5 1 2sh 5. B OPT. JOINT SPLICE. JD 5 -05 -06 L /DEF= 34'/0.35 "= 999. CAMS- 0 1 /4 20 GA. PTX PLATES 149 PSI GAS (MAX) CONFORMS TO UBC 2 S• OPT. JOINT SPLICE. J8410 1 5 -05 -06 8 -02 -02 REPETITIVE INCR SR= 0.754 — TOP CHORD - CSR= 0.681 --- -- -- BOTTOM CHORD - CSR= 0.759 - - - ----- ABS - C 27(4 STD C FIR 2X 4 1650F -1.5E M HF 2X 4 1650F -1.5E M HI y 1 X74 y 3= -691 C 1- -2975 C 2= -2679 C 3= -1856 C 9- 2232 C10= 2746 1. REQUESTED. HAVE CONDITIONS. FAC 2 THIS TRUSS BY THUILDIN DESIGNED DESIGNERR.. 3.8 = • v08.32 311-00 -00 I' 00 .V44. C '''i .ti SH> , . Q � �� r o- 0 A y' _ - ,0 W 2= 488 y 4= 1079 ' _ -.AEG l�: S _ - NOT BEEN DESIGNED TO PROVIDE FOR PLACEMENT TOLERANCES OR ROUGH DL T D ��F `� IS THE RESPONSIBILITY OF THE FABRICATOR TO INCREASE PLATE SIZES AI suismnigt* SUPPORT AARCHITECT.�P1iOJECTDENGINEER, OR LLIDINNG IED FOR THEIR ADEQUACY G OFFICIAL. JUN 11 t it lops 1211 i 1 JOB 887922 TYPE 700 12/21/88 2.5 of 3g L V TC 1 24 L BC 4 =5 = n 12 5.00 I 6 -09 -14 8 -10 -10 2= 3 Z\ 4 =4 V 314 31 4-= 3=4 6 -02 -02 1 6 -02 -02 8 -02 -13 1 TILTON TRUSS MANUFACTURERS, INC. P. 0. Box 267 483 -8585 Woodinville, Washington 98072 2= 3 fr 1 6 -09 -14 8 -10 -I0 26 - 00 - 00 TCLL= 25.0 PSF SPACING = 2 -00 REACTIONS MIN L1DEF= 26'I0.19 "= 999, CABs= 0 118 TCOL= 7.0 PSF INCR:P =1.15 L =1.15 (LBS) BRG(IN) 20 GA. PTX PLATES 149 PSI GRS (MAX) BCLL= 0.0 PSF BUTT CUT= 0 114" J 5= -122 3.5 BCOL= 10.0 PSF TILTON TRUSS MANUFACTURING STOCK CONFORMS TO UBC REPETITIVE IMCR TOP CHORD - CSR= 0_699 -- --- --- BOTTOM CHORD - CSR- 0.623 - WEBS - CSR= 0.372----- - 2X 4 1650E-1.5E M HF 2X 4 1650F -1.5E II HF 2X 4 STD NEN FIR C 2= 1789 C 4 - 2040 C 5= 1883 C 6= 1279 C ?= 1883 V 2= -394 N 4= 616 AND 1. ERECTION HITEISOTHEERESPONSIBILITY OF THE PROVIDE FABRICATOR TO INCREASE PLATE S TO AC FOR THESE FACTORS_ 2. TRUSS IS DESIGNER. PRO ARCHHITECT, PROJECT ENGINEER, OR SHOULD DING OFFICIAL. FOR THEIR ADEQUACY I� 2 �4+ 5 OPT. JOINT SPLICE. J to t7 o p la 1111116, 4011 24 i°140) . Era JUN 1 •_ 1 %0§6/00 -- % W08.32 ti 0 110 ,/ �i3360 X OREGON y cp w. Building component Description including U value or F value Heat Loss Factor (HLF =U x 46 DT) Component Square Ft Linear Ft Cubic Ft Component Heat loss (HLF x SF, LF or CF) Window Skylight Sliding Glass Door Single (U =1.20 ) 55.2/SF SF BTU Double (U= .90 ) 41.4/SF SF BTU (U= .75 ) 34.5/SF 379 SF 13076 BTU (U= .60 ) 27.6 /SF SF BTU Other (U= .49 ) 22.5/SF SF BTU Opaque Door Wood (U= .47 ) 21.6/SF 38 SF 799 BTU W /storm (U= .32 ) 14.7/SF SF BTU Insul Metal (U =.20 ) 9.2 /SF SF BTU Roof/ Ceiling Insulation None (U= .40 ) 18.4/SF SF BTU R -19 (U= .055) 2.5 /SF SF BTU R -30 (U= .035) 1.6 /SF 1170 SF 1872 BTU R -38 (U= .026) 1.2 /SF SF BTU R -49 (U= .020) .9 /SF SF BTU Wall Insulation above and below grade None (U= .25 ) 11.5/SF SF BTU R -13 (U= .07 ) 3.2 /SF SF BTU R -19 (U= .053) 2.4 /SF 1996 SF 4790 BTU R -27 (U= .037) 1.7 /SF SF BTU Floor over unheated space None (U= .25 ) 11.5/SF SF BTU R -11 (U= .08 ) 3.7 /SF SF BTU R -19 (U= .055) 2.5 /SF 1170 SF 2925 BTU R -30 (U- .035) 1.6 /SF SF BTU (CONTINUED NEXT PAGE) TOTAL THIS PAGE = 23462 BTU A Terhune Homes Inc. PO Box 1078 Auburn, WA 854 -8500 RECEIVED CITY OF TUKWILA JUN 2 8 1990 PERMIT CENTER 2 Story Mr & Mrs Bates Gas Slab on grade / Floor perimeter insulation None (F= .81 ) 37.3/LF LF BTU R -5 (F= .61 ) 28.1/LF LF BTU R -8 (F= .56 ) 25.8/LF LF BTU R-10 (F= .54 ) 24.8/ LF LF BTU Infiltra- tion Pre 1980 (.018x1.2ach) 1.0 /CF CF BTU Post 1980 (.018x.6ach) .5 /CF 16952 CF 8476 BTU Heat Loss. Duct Loss Outside Fresh air 1.08 x 0 cfm x 46dt. Total Heat Loss. Minimum Allowed Equipment Size (THL x .9) Maximum Allowed Equipment Size, (THL x1.5) Equipment: Trane TDN060A936B 47,000 btu output A.F.U.E. 74.0% 31938 BTU 3194 BTU 0 BTU 35132 BTU 31619 BTU 52698 BTU gas furnace 6AT1c8_*_risas sva?Ad> ( \ Llaca$ir • c>1 ccc tAist_if La--g-- . Icasicla . ......_,. i Y 'IrcRATE.v %3" (.7.\\./. E. (T1'PE : X') °LI- , ALL casA ,' \VAIzi^ \VAR A \V t. L. 5 To VC 0E <f-4 rATkItJ4 -. CITY OF TUKWILA APPROVED _understand that the Plan Check approvals are .Ubiect to errors and orOssions and approval of; ;;sans does not authorise the violation of any, c:(opted code or 6rdinance. Receipt of con=` tr actor's cop r f approved plans acknowledgedr: �_ l• F�rCt !D i cti CI` Ytx "ila ono 1l ij:ou PERMIT CENTER I' - (0s•5" I ft 4 4e; 34 3 d" I ^11 11% _ o" I. ye, i.4;144 n i ' ''' 11 7 1 1 . :Y , - . .?; 1'. .. 1.:: �. : -� .. ! i.: : :' .. ^.., n ."''.:� •. .y •:F 1 v. :•Y. . V -. } ':;�` f5- . . . ,f.�• I't .n .. . III III 1 I I I i I I I I I I I I I I I I I I ;' I I I I I I i I I I I I I I I I I I I I i'I I I I I I I I! !II I I I I I I I I I I I I I tJ I III ,.I V I I I II I I I I I I T I I I � III�IIIIIIIIIIIII► �111 �Ilil +lii�lililili�ill�l�i�i�ili� li�i�i�i�i ° , �i�i�i�i�ili . �ili�il i . � 'I l�i l 0 16THSINCH 1 2 3 4 5 6 7 8 9 10 11 MADEINOERMAH 1 2 1 ' L) - I Cl c C: x 8 F1 ('FYI) . 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'' - -.F.-;.:•-:,„,,-- - ,, - ;••-r , . - ' •• - , , ,•;;.., cik TIZt7-5 _ t -r7!‘ PEfiiiirr CENTER • • •- •••'1. , •"•;•k • • — . . ;.• 6� ty Yt i1. t Y .a! 7R . f S.}r? - -' ♦ f Tres ses: stress analysis and drawings/details shall . be •sta ped by an approved State of washingten registered engineer (drawings/details shall be a job site anuffor framirxl inspection/. . • a. P e . a` tired trusses be `• • identified by sernIfacturees std. Field assembled truss: 'engineered b. stress analysis and details.shall be submitted to Building Division for approval. . Girder truss: engineered stress analysis and details shall be submitted •tto Building- Division for approval. Use approved /applicable truss -support hangers. • • : • Engines ir; iota and detaiils 1'• bo ar roved by the btafl&Ulg official* before_ any fieltl.cuts or truss ya�lt i ions. t q �c f. . 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IIIIIIIIIIIIIIIIIIIIIIIII 11 "ADEUNGERAVNY 12 8' -Off H A MIG 2 J90 AS1��\ BUI,DING ONI.StO' .r prcr I , .. c C 1It.. jU *19 FEI-1.M1T C,Eiv i ER N xS :.i !r WOOD FRAMING NOTES : 1 „MINIMUM NAILING REQHIREMNTR: OTHERC.:18E NOTED, MINIMUM NAILING SHALL BE IN ACCORDANCTIEWITE IAtLe 25-E? OE THE UNIFORM ECEILDINCECODE. 2. AT SAWN TIMBER•JOISTAREASI PROVIDE CROSSBRIDOING AT 8'0" G/C. MAXIMUM SPACING AND SOLIDEBLOCKEAT 'BEARING POINTS. 3. ''PROVIDE E DOOBLE.JOIST 'HEADERS. AND DOUBLEIjOIT EACH SIDE OF ALL FLOOR AND 'ROOF OPE4N9S/EONLESS •DETAILED OTHERWISE. COORDINATE EIZE•AND •LOCATION OF ALL OPENINGS • A • . . WITH•ARCHITECTURAL'AND MECHANICAL DRAWINGS. • . . . . . . 4. PROVIDE TWO '2 X .10 HEADERS OVER AND DOUBLE STUDS EACH SIDE OF ALL OPENNINGS rN STUD , BEARING WALLS MOT DETAILED OTHERWISE. LVIF 1.101 c4,1 FLoor...i'LLU.50 PROVIDE CONTINHOMS SOLIP PLOEXINI3 AT M7D-HEIGTH :w ALL STUD WALLS OVER 8'0" IN HEIGHT. .... • 6 ATTACH TIMBER JOISTS TO FLUSH !ISADERE AND B81'Ms PITH "simpsON W" SERIES METAL HANGER S , :ro SUIT THE JOIST 7. NoPATI(*8o DRAWINGS RELATING TO FRAMING CLIPS, JOIST HANGERS AND OTHER CONNECTING DEVICES REEER TO „CATALOG NUMBERS OF CONNECTORS MANOFAETURED BY THE "SIMPSON STRONG TIE CO.' SAN 1.,EM46tio, CALIF., EQUIVALENT. DEVICES BY OTHER MANUFACTURERS MAYBE SUBSTITUTED, PROVIDED THEY HAVE ICB0 ApPROVAI, FOR EQUAL LOAD CAPACITIES. IVIDUA AT 0/C STAGGERED. L MEMEERS OF BUILT-UP POSTS AND BEAMS SHALL AC kt ATTACHED WITH 16d 84 9. PLYWO6D WALL SEEATMING SHALL 9\ r; SOLID MX:CI:INC AT "ALL !;:::GES. 10. PLYWOOD NAILING: I USE UNLESS GREATER NAILING IE SIIECIFISD 1 6d @ 6"0/C AT !AEET EDGES. 6d @ 12"0/C AT INTERMEDIATE EEARING POINTS. 8d @ 10"0/C AT INTERMEDIATE SUPPORTS FOE': FLOORS. 11. ALL WOOD STUD WALL SILL PLATEE 0? CONCRETE SHALE BE ATTACNED P,1 5/8" X 10 ANCHOR BOLTS AT 4-0" 0/C : 1 STORY ) , AND WITH A 7" EMBEDMLNT, UNLESS SHOWN OTHERWISE. 12. ALL WOOD STUD WALLS SRALLHAVE .LJWER WOOD PLATE ATmAILD TO WOOD FRAMING BELOW WITH 16d NAILS AT 6" 0/CESTAGGERED UNLI 23. ALL WOOD FRAM!! DETAILS NOT SH:)WN OTHERWISE SHALL BE CCNSTRUCTED TO THE MINIMUM. STANDARDS OF . . . , 14. ALL STUD BEARING WALL SHALL BE: FRAMED WI DOUBLE TOP PLATES. 15. NAIL ( VAIL1.4,DA TOP AND: p01 PLATS AND BLOCKING WITH 'COOLER 7" „6/c tq'ACING f.;NLESS SNOWN• OTHERWISE, USE •5(1 FOR 1/2" WALLBOARD, ..6d FOR 5/9 " WALLBOARD. 5. ME%;1-1ANICA L NOTE„ : • A110 1. RATri, Ijcirsr.:gY A;-:1 '. "..'..j): - ,./. OPENABLE WINDOW 1/20 •(:)F !'LC) R AREA witn INI • JF 1 .: .SQ..!'s? f.i..:.:T.:)::::12 1 3) cla MECNANICAL VENTILATION DIRECTLY TO •OtTSIDE (?ABLE OF 5AIR :CI:AMOS 2E: SECTION 1205•.(a) 3 .i.1.C. oRb.46328 .. .: ,. 2. CLOTTING DRYERS•SHALL BS EXHAtISTED TO THE. OETSIDE, U.M:c. 1903: XITCHEN 06615s, . . LAUNDRY A:.a) BAIH•EXNAUST FAN:,'SHALL'LE VENTED TO THE OUTSIDE, U.M.C. SECTION 1102 & 1104 (a),(b). ORD.46j2e .. 3 ., HEAtiNG.uSITT2 : KAI.NTAIN 70 r. Al 1'0" ABOVE FLOOA WAER r, 1:. oUTSIDE TEMP., SECTION 12 4*,'AS - AMENDED ••BY ORDINANCE#6328.. • • , . . 4. COmBUSTONAIR, u.m.c 6 •602 ,..AND 607 AS ,AMENDED iyi ORDINANCE 5 VEt4t ....c.ONNEOOR4TA•lf 7,4PL L CORROSTON'RRESISTANT PIPE jEALLOWED ONLY TN i'HE SAME ROOM WITH THE :APPLIANCE,' ::U..M.C. SECTION 915, CLEARANCES PER U.M.C. 91.5(b) 2(b) AND TABLE 5-C, REDUCED CLEARANCES U.M.C. TABLE 3-B. . EE 6 ' DUCT WORKRIN'.SINGLE 'FAMTLY 'DWELLING: _ .. . . . • • • • ' • ,., * • • . . E - • • . . . . . . (a) ROUND DUCTS, JOINTS SLIR::MNIMU ,1. 1/2 AN •M IM ." „MECHICAL. FASTENED WITH INIMUM 2 „... E. ... . _ ._ . . , . . • . • E ., - • • . SHEET METAL SCREWS, • JOINTS SHALL BE SUBSTANTIALLY AIR-TIGHT, „ . . . . U.M.C. SECTION .1002I0, 1003 AND TABLE 10-B. (b) RECTANGLE OR SQUARE DUCTS AND JOINTS, U.M.C. , SECTION 1003, TABLE 20RA AND 107B. .. .... .. ...E Cc) SUPPORT OF - DUCTS, U.M.CTSECTION 1004 AND TABLE, 10-E. . .• , 7. INSULATION OF DUCTS, U.M•.C. SECTION 1005 •AND TABLE 10-D, U.B.C.'SECT. 1713(b) ... . E • , . . . . • . _ . . • , 8. 'MINIMUM MAIN SUPPLY AND RETURN AIR DUCT SIZES"PORCED AIR DUCTEAREA MINIMUM 2 Sr:J.1N. , . FOR'EACH100.0'13.T.P.H. OF TOTAL B.U.T.H.,. U.M.C. SECTION •706 'AND 707. . • . - • 9. PREFAB.FIREPLACES SHALL:BEAR U.L. OR I.C.BEO. SEAL OF APPROVAL AND SHALL BE INSTALLED . :-.E.•-:. • EE - .. r• „,.....E.E. • ••.••••.. ,..•.. • PERc0NpITToN .0E:APPROVAL. EE • -.. _ . ,. - A • • • 10. ••GAS'METERS,SHALL NOT BE LOCATED UNDER 'INTERIOR •STAIRWAYS, ENGINE, BROILER, HEATER, OR ELECTRIC REATER. SECTION 22110)- ...... . . , , . . 11. GAS VENTING SYSTEM APPROVED CHIMNEYS, TYPE "W VENTS, . TYPE "6W" VENTS, . TYPE -"L" • OR E A VENTING ASSEMBLY WHICH IS AN INTERGRAL FART OF A LISTED 'APPLIANCE, U.M.C. SECTION '9031a)E . • 12. FACTORY: BUILT •.CHIMNEYS 'TO BE U.L. LABELED APPROVED AND INSTALLED .PER MFG. ., . , • . • . . ,..... INSTRUCTIONS :SECTION 3705 - AND..u.m.c. SECTION 912 •. . . 13• lic5T,wA PRESSURE RELIEF A•VALES AND DRAIN TO EXTERIOR. --A. 14. • u.m.C.'sEc.: 508..: .".(A) AGAINST 'DAMAGE. . (b) APPLIANCES :GENERATING A GLOW, SPARK OR FLAME PILOTS, BURNERS, OR HEATING ELEMENTS AND SWITCHES MIN. 18" ABOVE THE FLOOR LEVEL. (c) WHERE THE FURNACE AND/OR DUCT-WORK IS INSTALLED WITHIN 12" OF THE WALL, THE G.W.B. SHALL BE INSTALLED BEFORE PLACING TEE FURNACE AND/OR DUCT WORK. • t • STRUCTURAL NOTES : 1. DESIGN CRITERIA f UNIFORM BUILDING CODE 1988 j ROOF LTVE LOAD 25 p.s.f. FLOOR LIVE LOAD 40 p.s.f. STAIR LIVE LOAD 100 p.s.f. WIND Se) p.s.f. EARTHQUAKE ZONE 3 ALLOWABLE SOIL PRESSURE EQUIV. FLUID PRESSURE: S 30 p c f, 2000 p.s.f. BASEMENT WALL OTHER RETAINING WALLS 30 p.c.f. 2. CONCRETE CONSTRUCTION OF BASEMENT WALLS &/OR ALL FOOTINGS SHALL BE TAKEN DOWN TO UNDISTURBED EARTH. 3. CONCRETE SHALL ATTAIN A 28 DAY STRENGTH OF fc =1999 p.s.i. THE MIX SHALL CONTAIN NOT LESS THAN 5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND NOT MORE THAN 6 3/4 GALLONS OF WATER PER SACK OF CEMENT. ALL CONCRETE WORK EXPOSED TO EARTH OR WEATHER SHALL CONTAIN ENTRAINED AIR, 5% + 1% BY VOLUME. ALLOWABLE CONCRETE STRESS fc = 900 p.s.i. 4. REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 40 LAP ALL CONTINUOUS REINFORCEMENT 30 BAR DIAMETERS OR 1'6" MIN. PROVIDE CORNER BARS Al ALL WALL AND FOOTING INTERSECTIONS TO MATCH HORI ZONAL REIFORCEMENT. ALL HOOK AND BENDS OF REINFORCING BARS SHALL CONFORM TO A.C.I. 318-71 UNLESS SHOWN OTHERWISE ON THE DRAWINGS OR AS NOTED ON PLANS. ). ENBEDMENT [ COVER OF REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE - 3" FORMED SURFACES IN DIRECT CONTACT WITH EARTH - 2" SURFACES EXPOSED TO WEATHER - 1 1/2" OR AS SHOWN ON.PLANS. f; STRUCTURAL STEEL INCLUDING PLATES, ANGLES AND MISCELLANOUS SHAPES, SHALL CONFORM TO ASTM A-36, FY = 36 k.s.i./DESIGN FS = 19.2 k.s.i- BOLTS USED IN CONNECTIONS SHALL CONFORM TO ASTM A-307 OR AS NOTED IN PLANS. 7. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH U.B.C. STANDARD NO 25-10 AND 25-11. ALL BEAMS SHALL BE OF DOUGLAS FIR COMBINATION 22f, Fb = 2200 p.s.i. 22fV4 OR AS NOTED. 8. GLU-LAM MATERIAL MUST BE OBTAINED FROM AN APPROVED FABRICATOR WHO MUST SUBMIT DETAILS AND SPECIFICATIONS TO BUILDING DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION [ SUBMIT 3 SETS ). 9. FRAMING LUMBER SHALL BE GRADED AND MARKED IN CONFORMANCE. WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO.16, LATEST EDITION, FURNISHED TO THE FOLLOWING MINIMUM STANDARDS: JOISTS: HEMFIR NO .2 MINIMUM BASIC GRADE. DESIGN STRESS, Fb = 1150 p.s.i. UNLESS SHOWN OTHERWISE ON THE PLANS. POSTS & TIMBER: HEM-FIR NO.1 MINIMUM BASIC GRADE. DESIGN STRESS, Fb = 975 p s i / 6" THICK BEAMS DOUGLAS FIR / LARC9 NO .1 Fb = 1300 p.s.i. STUDS, PLATES AND MISCELLANOU3 LIGHT FRAMING: DOUGLAS FIR OR HEM-FIR STANDARD GRADE OR STUD GRADE, EXCEPT BEARING WALL PLATES BELOW THE UPPER FLOOR SHALL BE DE/L. 10. PLYWOOD WALL SHEATHING SHALL BE GRADE D/C - EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE, PLYWOOD THICKNESS SHALL BE AS SHOWN ON PLANS AND ROOF PLYWOOD SHALL HAVE A MINIMUM PANEL IDENTIFICATION INDEX OF 32/16. NAIL ALL PLYWOOD AS DESCRIBED IN THE WOOD FRAMING NOTES: ITEM 10. 11. ALL WOOD PLATES Aft BLOCKING TN DIRECT CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED WITH AN APPRoVED PRESERVATIVE. 12. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED, BUT ARE OF SIMILAR CPARACTER TO DETAILS SHOWN, SIMILAR DETAILS oe CONSTRUcTION STALL BE USED. 13. 3/4" T1'1-MAX WALL SHEATHING MAYBE USED RATHER THEN PLYWOOD, TO INCREASE INSULATION FACTOR ANOTHER R-5.4 NAILING AS DESCRIBED FOR PLYWOOD. THER-MAX WALL SHEATHING IS TO HE ESE!) ONLY 1? SHOWN ON PLANS. STE WO() FRANING NOTES •O:: ADDITIONAL INFORMATION. L4TET-c rK16 1 4: r7 (1) 5. I 4 . ENERGY • .3 • NOTES : ALL METhL DECT JOINTS TO BE TAPED WITH DUCT TAPE. AIL ')PENINCR IR THE EXTERIOR WALLS SHALL BE CAULKED, SEALED, OR WEATHER STRIPPED AS AFPROPPTArL TO LIMIT AIR LEAKAGE. SHOWERS SHALL BE EQUIPPED WITH FLOW CONTROL DEVICES THAT LIMIT TOTAL FLOW TO A MAXIMUM OF 3 (,MP. PER snown HEAD. 4. ALL SERVICE WATER PIPING SHALL BE THERMALLY INSULATED IN ACCORDANCE WITH LOCAL CODES. 5. FIREPLACES SHALL BE PROVIDED WITH (a) TIGHTLY-PLACED FLUE DAMPERS WITH READILY ACCESSIBLE MANUAL OR APPROVED AUTOMATIC cONTROLS. (b) AN OUTSIDE COMBUSTION AIR SOURCE PROVIDED BY A DUCT AT LEAST 6" SQ. IN AREA AND A READILY OPERABLE DAMPER. (c) TIGHTLY-FITTING, CLOSABLE, SOLID METAL OR GLASS SCREEN. 6. WATER HEATERS TO BE INSULATED: ELECTRIC TANKS akip c;e6 TANKS TO BE. LABELED AS MEETING ASHRAE 7. ALL BASEMENT CONCRETE WALLS ARE TO BE FURRED OUT AND BE INSULATED TO WHEN OR UPON BEING FINISHED. CI1Y0FIUMIA APPROVED NA " f BUILDING DIVISION A R-11 RATING, RECEIVED CITY 0;tU".'" 2 no 1993 PERMIT COVER 0 1511ISINCH 2 ; 3 4 5 6 7 8 9 WATR T f th. A....* I........ -1--- 1 10 1 1 MADE IN GERMANY 1 ;44 APT t- o co C) 4:t CC CO N 0 Laa 0 La. 4 -